全球地表水中全氟和多氟烷基化合物污染特征演替

综述了全氟和多氟烷基化合物（PFASs）在国内外地表水环境中的空间分布及污染特征,总结归纳了PFASs的来源和特征变化趋势。针对地表水中PFASs的监测种类、监测技术及风险评估等方面存在的问题,提出未来需加强日常监测,重点加强对水环境中新型PFASs的关注;针对流域中不同种类PFASs建立高特异性、高灵敏度监测新技术;筛选适合的水生生物作为环境污染指示物以应用于新污染物的评估等建议。为今后我国地表水环境 PFASs污染的现状调查及治理工作提供确实可行的科学参考。     

微波法处理含铬废渣的可行性分析

微波辐照解毒铬渣是一项新技术,为考察该技术应用的可行性,本文对铬渣解毒前后性状的变化进行了讨论。结果表明,该技术能较完全地使高价铬转化为低价铬,解毒渣中铬主要以三价形态存在,铬渣毒性得到消除;解毒渣浸出液中Cr6+浓度远低于国家危险废物鉴别标准,解毒渣已不属于危险固体废弃物,其在环境条件下可安全存放。说明该技术具有应用前景。     

Biodegradation of azo dyes by genetically engineered azoreductase

A azoreductase gene with 537 bp was obtained by PCR amplification from Rhodobacter sphaeroides ASI. 1737. The enzyme,with a molecular weight of 18.7 kD, was efficiently expressed in Escherichia coli and its biodegradation characteristics for azo dyes were investigated. Furthermore, the reaction kinetics and mechanism of azo dyes catalyzed by the genetically engineered azoreductase were studied in detail. The presence of a hydrazo-intermediate was identified, which provided a convincing evidence for the assumption that azo dyes were degraded via an incomplete reduction stage.     

长荡湖底泥污染特征及水体富营养化状况

根据长荡湖底泥和水体实测资料,分析了底泥的污染及营养物质释放特征,发现底泥释放再悬浮产生的污染负荷占到入湖污染负荷总量的比例分别是:高锰酸盐指数为16%,TN为25%,TP为21%,是引起近年来长荡湖水体富营养化加剧的重要因素,特别是湖西区和湖南区达到富营养水平,湖心区水体含氮磷浓度也较往年有明显增大。为控制长荡湖底泥污染及水体富营养化的加剧,提出了长荡湖水环境保护的相关对策措施。     

水中痕量微囊藻毒素的检测

微囊藻毒素是由蓝藻产生的一类环状七肽物质,该毒素可引起动物中毒并对人类产生危害,迫切需要对饮用水源中的微囊藻毒素进行检测.实验建立了固相萃取(SPE)结合高效液相色谱(HPLC)分析水中痕量微囊藻毒素方法,该方法快速、灵敏,适用于快速分析环境水样中的2种常见微囊藻毒素MC-LR和MC-RR,绝对量检出限可达1.00 ng,线性定量范围为0.125～50 μg/L.      

总磷测定中温度浓度时间对显色的影响

对钼酸铵分光光度法测定水质中总磷时温度、浓度、时间与显色反应的规律进行了研究,给出了吸光度对温度、浓度和显色时间的变化曲线,和不同温度下的标准曲线的线性相关性,指出了不同温度时,吸光度随时间的变化。从而得到了达到最大显色所需要的时间,以指导标准曲线的绘制,提高样品测定精度。     

新生态二氧化锰对水中三价砷去除作用的研究

研究了新生态MnO2对水中As(Ⅲ)的去除效果。结果表明:新生态MnO2对As(Ⅲ)去除率高,作用速度快,作用过程符合二级动力学方程;pH=6.5时吸附等温线符合Langmuir和Frundlich方程;pH<7时,As(Ⅲ)的去除率均达80%以上,受pH和初始浓度影响较小,且与H3AsO3的pKa无关的非特性吸附;阴离子与As(Ⅲ)有吸附竞争作用,阳离子的加入可使As(Ⅲ)的去除率接近100%。     

火灾探测技术研究的展望

简述了火灾探测的基本原理,综述了火灾探测技术的发展历史和研究现状,并从探测器研究和探测算法研究两方面综述了国内外火灾探测研究方面的最新进展,展望了火灾探测研究未来的发展趋势。     

In situ iron activated persulfate oxidative fluid sparging treatment of TCE contamination--a proof of concept study

In situ chemical oxidation (ISCO) is considered a reliable technology to treat groundwater contaminated with high concentrations of organic contaminants. An ISCO oxidant, persulfate anion (S(2)O(8)(2-)) can be activated by ferrous ion (Fe(2+)) to generate sulfate radicals (E(o)=2.6 V), which are capable of destroying trichloroethylene (TCE). The property of polarity inhibits S(2)O(8)(2-) or sulfate radical (SO(4)(-)) from effectively oxidizing separate phase TCE, a dense non-aqueous phase liquid (DNAPL). Thus the oxidation primarily takes place in the aqueous phase where TCE is dissolved. A bench column study was conducted to demonstrate a conceptual remediation method by flushing either S(2)O(8)(2-) or Fe(2+) through a soil column, where the TCE DNAPL was present, and passing the dissolved mixture through either a Fe(2+) or S(2)O(8)(2-) fluid sparging curtain. Also, the effect of a solubility enhancing chemical, hydroxypropyl-beta-cyclodextrin (HPCD), was tested to evaluate its ability to increase the aqueous TCE concentration. Both flushing arrangements may result in similar TCE degradation efficiencies of 35% to 42% estimated by the ratio of TCE degraded/(TCE degraded+TCE remained in effluent) and degradation byproduct chloride generation rates of 4.9 to 7.6 mg Cl(-) per soil column pore volume. The addition of HPCD did greatly increase the aqueous TCE concentration. However, the TCE degradation efficiency decreased because the TCE degradation was a lower percentage of the relatively greater amount of dissolved TCE by HPCD. This conceptual treatment may serve as a reference for potential on-site application.     

Determination of Nitrobenzene in Wastewater Using a Hanging Mercury Drop Electrode

The determination of trace amount nitrobenzene in wastewater on a hanging mercury drop electrode was studied. The determination conditions of pH, supporting electrolyte, accumulation potential, accumulation time, and voltammetric response were optimized. The sharp peak of the nitrobenzene was appeared at 0.05 V. The peak electric current was proportional to the concentration of nitrobenzene in the range of 1.47 × 10⁻⁵ ∼ 1.0 × 10⁻³ mol/l with relative standard deviations of 3.99 ∼ 8.94%. The detection limit of the nitrobenzene in water was 5 × 10⁻⁶ mol/l. The proposed method offered low limit of determination, easy operation, the use of simple instrumentation, high sensitivity and good reproducibility. It was applied to the determination of nitrobenzene in wastewater with an average recovery of 94.0% ∼ 105%. The proposed method provided fast, sensitive and sometimes real time detection of nitrobenzene.